Vibration-based damage detection of planar and space trusses using differential evolution algorithm

被引:28
|
作者
Kim, Nam-Il [1 ]
Kim, Sumin [2 ]
Lee, Jaehong [1 ]
机构
[1] Sejong Univ, Dept Architectural Engn, Neungdong Ro 209, Seoul 05006, South Korea
[2] Chang Minwoo Struct Consultants, 10,Bongeunsa Ro 24 Gil, Seoul 06125, South Korea
基金
新加坡国家研究基金会;
关键词
Damage identification; Force method; Free vibration analysis; Differential evolution algorithm; PARTICLE SWARM OPTIMIZATION; GENETIC ALGORITHM; FORCE METHOD; SENSITIVITY; IDENTIFICATION;
D O I
10.1016/j.apacoust.2018.08.032
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
In this study, an efficient damage detection technique using the differential evolution (DE) algorithm and vibration data is proposed to properly detect the locations and extents of multiple damages of truss structures. The general equilibrium equations in which the reaction forces at notes are taken into account are considered. The compatibility equations in terms of forces are presented using the singular value decomposition (SVD) technique and then the extended equations of motion are developed based on the force method. As an optimization algorithm, the differential evolution (DE) algorithm is utilized and the objective function for damage detection is based on vibration data such as natural frequencies and mode shapes. Three numerical examples for planar and space truss structures are considered to verify the effectiveness and practical applicability of the present study. The numerical results show that the proposed method based on DE and vibration data can provide a reliable tool on determining the locations and extents of multiple damages of truss structures when it compares with those obtained from the genetic algorithm. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:308 / 321
页数:14
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